|
PERFORMANCE
<br />SPECFICATION
<br />SECTIO N IV TANK INSTALLATION - CONTINUED
<br />PART 3 - {NSTALLA
<br />"TION-• CONTINUED
<br />CEMENF
<br />KS
<br />LY
<br />IN
<br />T U ENTIRE L EXCAAVATION, HAND ONCE FIOVELINGITAND TAMPING SET LON BOPLACE, COr TA Y BACKFILL
<br />BOTTOM OF TANK(S) 50 iNEY
<br />ARE EVENLY SUPPORTED AROUND BOTTOM SPECIAL ATTENTION SHALL BE PAID 10 BOTTOM
<br />QUARTER POINTS F.I_IMINA(ING ANY VOIDS IN FILL AT THESE POINTS DOT NOT DROP
<br />3ACKFILL FROM HIGH DISTANCE ONTO TANKS TAMP AS REQUIRED TO ACHIFVE ACCEPTABLE
<br />I.'FNSITY
<br />S 10 BALLASTING IF GROUND WATER IS PRESENT. TANKS MAY BE FILLED WITH BALLAST
<br />( _ I MOVEMENT IF WATER
<br />,r i ( AVOID ,HITT NG M)bE E E
<br />,TROGUCt rp BE STORED IN intik GR WATER) 1 u D C
<br />IS UTILIZED, COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST DO NOT
<br />INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. 00 NOT DALLAS, TANKS
<br />ABOVE LEVEL OF BACKFILL
<br />5. I,PQTECTION CONTRACTOR SHALL HE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION
<br />TOR TANK EXCAVATION FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS
<br />"ENDING COMPLETION OT INSFALIATION. EXCAVATION SHALL BE MARKED AT ALL TIMES WITH
<br />"IGHTED BARRICADES UNTIL INSTALLATION 1S COMPLETE. 'WATER SHALL NOT HE ALLOWED
<br />TO ACCUMULATE IN EXCAVATION DEWATER AS REQUIRED TO MAINTAIN EXCAVAI"ION DRY
<br />AS POSSIBLE'
<br />SECTION V CONCRETE
<br />- CONTINUED
<br />SECTION
<br />PART 1 - GENERAL
<br />1 1 SCOPE. THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS. SERVICES,
<br />EQUIPMENT AND, APPLIANCES REUUIRED IN CONJUNCTION WITH OR PROPFRLY INCIDENTAL
<br />TO CONCRETE
<br />PART 2 - PRODUCTS
<br />2.1 MATERIALS.
<br />2 I 1 AIR ENTRAINING AGENT. ASTM C 260-60-r "PROTEX" MANUFACTURED BY
<br />PROiEX ADUSTRIES OR APPROVED EQUAL
<br />21.2 PORTLAND CEMENT CONFORM TO ASTM C-150 TYPE I, TYPE II WHERE WATER
<br />SOLUBLE 5L.ILFATES ARE PRESENT.
<br />2 ' 3 AGGREGATES CONFORM TO ASTM C-33
<br />1
<br />' i H N POTABLE
<br />a WATER SHALL BE CLEAN AN. D 0 BLE
<br />2 ' 5 SAND. CONFORM TO ASTM C-144.
<br />2 1 6 STEEL REINFORCING. CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED
<br />OTHERWISE) YIF-tD STRENGTH 60,000 PSI
<br />2 ' WELDED WIRE FABRIC. CONFORM TO ASTM A-185
<br />2-'.8 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACE`,, ETC., ;HALL BE COLD
<br />DRAWN WIRE. WITH HEIGHTS REQUIRED BAR SUPPORTS FOR CONCRETE RESTING ON EARTH
<br />OR GRAVEL SHALL BE PRECAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO HCP
<br />WITH WELDED PLATES ON BOTTOM AS MANUFACTURED BY' HOHMANN & BERNARD, INC
<br />2,1.9 FORMS. CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD KNOT
<br />HOLES, DEFORMATIONS, ETC„ SHALL. Nor BE ALLOWED
<br />2.1 10 EXPANSION JOINT FILLERSASPHALT IMPREGNATED FIBERBOARD CONFORMING 10
<br />ASTM D -60--T USE 1/2" THICK OR AS INDICATED ON DRAWINGS -
<br />2.' 11 CALCIUM CHLORIDE NOT PERMITTED
<br />`( 2 CONCRETE PROPORTION, CONCRETE, SUPPLIER SHALL DESIGN CONCRETE MIX AND SMALL
<br />GUARANTEE CONCRETE STRENGTH ALI, CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS.
<br />OR REQUIRED OTHERWISE BY CODES, SHALL BE DESIGNED FOR 4,000 PSI STRENGTH AT
<br />28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF CEMENT PER CUBIC YARD OF CONCRETE
<br />NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A
<br />4" SLUMP AIR CONTENTS SHALL RANGE BETWEEN 4'.; AND 7s.
<br />PART 3 - EXECUTION
<br />S1 GRADE CONTROL- ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS
<br />BY MEANS OF LINE ANL, GRADE STAKES AND SCREEDS -
<br />S ? FORM WORK BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF
<br />CONCRETE MEMBERS BRACE AND SECURE r0 WITHSTAND PLACING OF CONCRETE AND
<br />MAINTAIN THEIR SHAPES AND POSITIONS MAKE FORMS SUFFICIENTLY TIGHT AND
<br />SUBSFANrIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE ASSEMBLE FROMS IN
<br />SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS
<br />SHALL BE IN OR NEAR NEW CONDITION; CLEAN, SMOOTH AND WITHOUT INDENFAr1ONS OR
<br />HENGS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN PROPER LOCATIONS
<br />7 'STRIPS INSTALLED WITH
<br />ANC HEIGHTS EXPANSION JOINTS SHALL CONSIST OF FILI_Et , R 5
<br />TOP AT ELEVATIONS OF FINISHED CONCRETE NEATLY FINISH EDGES Or. EXPOSED CONCRETE
<br />ALONG JOINTS WITH A SLIGHTLY ROUNDED EDGING rOOL..
<br />3-5 REINFORCEMENT- FURNISH AND INSTALL, ALL REINFORCING STEEL INDICATED ON DRAWING
<br />MF''AL REINFORCEMENT, AT THE TIME CONCRETE IS PLACED, SHALL BE FREE FROM
<br />COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE
<br />STORED SO AS TO PREVENT FREEING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT
<br />Al.[ REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS
<br />OF ACI METAL REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEOUATEL'r SECURED
<br />IN POSITION SPLICES IN ADJACENT BARS SHALL BE LAPPED 36 DIAMETERS AT CoFRNEPS
<br />AND SPLICES. ADJACENT SHEETS OF WIRE MESH SHALL BE LAPPED AT LEASE 6" AND
<br />5EC,URFLY WIRED. SUPPORT ALL REINFORCEMENT WITH SADDLES AS REQUIRED
<br />3.4 MIXING AND TRANSPORTING CONCRETE. CONCRETE SHALL BE READY MIXED AND SHALL
<br />MEET REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE
<br />DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL CONSTRUCTION' OFFICE WHEN
<br />REOUIRED TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR
<br />ENTRAINMENT (IF ANY) AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB
<br />35 PLACING CONCRETE
<br />NOTIFICATION THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION
<br />OFFICE AT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR
<br />SHALL NOTIFY ALL TRADES AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS
<br />BEFORE PLACING ANY CONTRETE: IN ORDER THAT IRADES AFFECTED MAY INSTAII.
<br />REQUIRED BLOCKING, SLEEVED, POCKETS, ETC.
<br />3.5 2 PROrECr10N. PROTECT ALL WORK OF OTHER TRADES AS REQUIRED_
<br />55 3 NETrINC, THOROUGHLY NET FORMS AND DAMPEN SAND CUSHIONS BEFORE
<br />PLACING CONCRETE.
<br />V CONCRETE - CONTINUED
<br />PART 3 EXECUTION U N CONTINUED
<br />--
<br />,3 5 4PLACING PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614MINIMUMM CONCRETERETE
<br />COVER OVER REINFORCEMENT SHALL CONFORM TO ACI .318. USE HANDLING EOUIPMENT
<br />AND METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO PIACE OF DEPOSIT
<br />SPACE, TAMP AND MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT
<br />THOROUGHLY AND ELIMINATE VOIDS DO NOT .ALLOW FREE FALL OF CONCRETE TO
<br />EXCEED 5"
<br />3.6 FINISHING CONCRETE,
<br />3-6.1 SLABS SHALL HE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 1/4"
<br />WHEN TESTED WITH A 10' STRAIGHTEDGE AT 3' INTERVALS IN BOTH DIRECIIQNS. SCREED
<br />AND FLOAT CONCRETE FOR SLAB WITH STRAIGHTEDGES TO BRING SURFACE TO
<br />REQUIRED FINISHED LEVEL. 'WOOD FLOAT CONCRETE WHILE STILL. GREEN i0 A TRUE,
<br />EVEN SURFACE WITH N0 COARSE AGGREGATE VISIBLE. AFIER `LIIFAGE MOISTURE E HAS
<br />DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN FINISH, FREE FROM
<br />BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF CONCRETE
<br />WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NONSLIP TEXTURED
<br />SURFACE STROKE CROSSWISE TO LENGTH
<br />3 ' CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PORTECTIVE CURE
<br />FOR ALL SLABS DO NOT USE CALCIUM CHLOR_ID_E. CURING METHODS SHALL CONFORM
<br />TO ACI STANDARD 605-99 AND ACI STANDARD 506-66
<br />5.8 REMOVAL OF FORMS: DOT' NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED
<br />SUFFICIENT STRENGTH TO SUPPORT ANY SUPERIMPOSED LOADS.
<br />3 9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER.
<br />310 TEMPERATURE
<br />3 10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS
<br />THAN 40 DEGREES FARENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND
<br />70 DEGREES FARENHEIT FOR MINIMUM OF 72 HOURS,
<br />3.10.2 HOT WEATHER MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING,
<br />FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE
<br />SUCH PROTECTIVE MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING
<br />OPERATIONS WILL ALLOW.
<br />3 11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S
<br />CONSTRUCTION MANAGER rFE OWNER SHaL�-TAY FOR R ALL CONCRETETESTING. COMPACTION
<br />TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY CONCRETE ON GRADE. CONTRACT
<br />OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE PAID
<br />FOR BY OWNER,
<br />3.12 THICKNESS:
<br />3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH N3 REINFORCING BARS AT
<br />12" O.C. EACH 'NAY ON 2 1/2 " SADDLES.
<br />5.12 .2 ISLAND SLABS SHALL BE 6" CONCRETE. REINFORCEMENT SHALL BE 6/6 X 6/6
<br />WELDED WIRE MESH OR #3'S AT 18" OT. EACH 'NAY REINFORCEMENT SHALL BE
<br />2 - 2 1/2" ABOVE BOTTOM OF CONCRETE.
<br />3 13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOLINE
<br />CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED BY JIMCO CANOPIES. ALL MATERIALS
<br />SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION
<br />3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILTY OF THE GENERAL
<br />CONTRACTOR TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER,
<br />INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING. STAINING, PAINT SPLATTERS, ETC.
<br />THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM COLOR
<br />AND TEXTURE AT COMPLETION OF T14E PROJECT. REPLACE ANY CONCRETE DAMAGE DURING
<br />CONSTRUCTION,
<br />3.15 GRADE CONTROL ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS
<br />KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES.
<br />SECTION VI PIPING
<br />PART t .- GENERAL
<br />1 1 SCOPE. THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES.
<br />EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO
<br />A COMPLETE PLUMBING SYSTEM FOR A GASOLINE INSTALLATION
<br />PART 2 -- PRODUCTS
<br />2 1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE ENVIROFLEX FLEXIBLE
<br />DOUBLE-WALL PIPING AS MANUFACTURED BY TOTAL CONTAINMENT, INC.
<br />2.1 1 ONLY TOTAL CONTAINMENT, INC SUMP/RISERS AND DISPENSERS SHALL BE
<br />UTILIZED SO AS TO PROVIDE ACCESS TO ALL PRIMARY AND SECONDARY PIPE FITTINGS.
<br />22 VENT PIPING. PIPING, SHALL. BE 2" FIBERGLASS PIPE. VENT LINE RISERS SHALL BE GALVANIZED
<br />PIPE AND EXTEND 4' ABOVE ADJACENT STRUCTURE OR 12'-0" ABOVE FINISHED GRADE. VENT
<br />LINE RISERS SHALL NOT BE. INSTALLED ON BUILDING UNLESS APPROVED IN WRITING
<br />2.3
<br />2.4
<br />PART
<br />31
<br />3.2
<br />.3.3
<br />3.4
<br />3.5
<br />STAGE II VAPOR RECOVER PIPING, PIPING SHALL BE FIBERGLASS (RED THREAD II
<br />AMERON OR EQUAL). PIPING MIDST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER
<br />ISLAND TO TANK -
<br />BACKFILL ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL
<br />AND AS PER MAUFACrURFR'S SPECIFICATIONS
<br />3 - INSTALLATION
<br />ALL PRODUCT PIPING AND SPECIALTIES SHALL HE INSTALLED IN STRICT ACCORDANCE
<br />WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES.
<br />THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL.
<br />SUIT FIELD CONDITIONS, THE CHARAC(ERSITICS OF THE MATERIALS USED, AND THE
<br />INSTRUCTIONS OF THE CONSTRUCTION MANAGER VERIFY ALL DIMENSIONS IN THE FIELD.
<br />ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER CREATION,
<br />MAINTENANCE. SERVICE AND REPAIR OF THE WORK.
<br />LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK
<br />BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE
<br />PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURES.
<br />SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE
<br />ENCOUNTERED DURING EXCAVATION, CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR
<br />DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE
<br />UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN STAISFATORY CONDITION.
<br />VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND
<br />AUTO GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE.
<br />SECTION VI PIPING - CONTINUED
<br />PART 3 --. INSTALLATION -
<br />CONTINUED
<br />5. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY
<br />THE OWNER OR OrHERS. EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION
<br />MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN
<br />PROVIDED
<br />3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR
<br />RUN-OFF AREA DO NOT USE TRENCH EXCAVATIONS FOR SITE UTILIBES AS TEMPORARY
<br />DRAINAGE DITCHES REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES
<br />PRIOR i0 PLACING PIPING MATERIAL
<br />.3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT 1_INES SHALL SLOPE UP FROM TANKS A
<br />MINIMUM OF 2" A 8' (1/8" /FT) WITH NO SAC OR TRAPS. LINES SHALL BE IN TRENCHES
<br />WITH A MINIMUM OF 6" OF BACKFILL MATERIAL ON ALL SIDES, HORIZONTAL AND VERITCAL.
<br />3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTORS AND VAPOR RECOVERY ADAPTOR
<br />SHALL BE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS.
<br />5 10 FILL. PIPE SHALL HAVE OVERSPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON
<br />DRAWINGS.
<br />.3 11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER
<br />SHALL BE CUT TO INE PROPER LENGTH SCJ TI'IAT FINISHED HUD HEIGHT WILL BE WITHIN
<br />5" (r OR - I") OF THE TOP OF TFIE MANHOLE.
<br />.1.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS
<br />3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER
<br />EACH DISPENSER AND SECURED TO THE ISLAND PUMP BOX. THESE VALVES MUST BE
<br />INSTALLED WITH THE SHEAR SECTION AT I" TO 1/4" BELOW THE TOP OF THE ISLAND,
<br />3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACKFILLING. ALL PIPING INCLUDING
<br />VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S
<br />TESTING INSTRUCTIONS.
<br />3.15 IF SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" rHINWALL RISER
<br />AS PRODUCED BY MANUFACTURER SHALL HE USED
<br />3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT
<br />LIST. REFER TO LIST OF MATERIALS SUPPLIED BY OWNER
<br />3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE
<br />POSITIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED
<br />TO REMAIN VERTICAL DURING BACKFILL OPERATIONS. BOTTOM OF OBSERVATION WELL(S)
<br />SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO
<br />TERMINATE IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL. MATERIAL SHALL
<br />BE FURNISHED BY CONTRACTOR.
<br />3.18 CODES THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, LATEST EDITION,
<br />IS BY REFERENCE MADE A PART OF THIS SPECIFICATION SAID CODE SHALL DICTATE
<br />MINIMUM ACCEPTABLE STANDARDS. CODE SHALL. BE ADHERED TO UNLESS LOCAL.
<br />GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH
<br />SHALL TAKE PRECEDENCE.
<br />3.19 START-UP'. PRIOR TO STARF-UP AND CHECK-OUT OF SYSTEM, PRODUCT LINES
<br />SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS
<br />AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST,
<br />5.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY SOUTHLAND
<br />APPOINTED REPRESENTATIVE.
<br />3 21 CLEAN-UP: CLEAN-UP ALLDEBRIS CAUSED BY THE WORK OF THIS SECTION.
<br />KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES.
<br />SECTION VII ELECTRICAL WORK
<br />PART 1
<br />1.1
<br />1.2
<br />1.3
<br />1.5
<br />- GENERAL
<br />SCOPE: rH1S SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br />EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION 'WITH OR PROPERLY INCIDENTAL
<br />TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING:
<br />1.1.1 ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANELBOARD
<br />OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC.
<br />1.1.2 CONDUIT AND WIRING SYSTEM FOR INTERCOM.
<br />1,1 3 WIRING SYSTEM TO SERVE ALL ELECTRIC -USING DEVICES, LIGHTING FIXTURES,
<br />PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING
<br />EQUIPMENT.
<br />1.1 4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL. EQUIPMENT.
<br />1 1 .5 ALL CONDUITS, CONNECTIONS, WIRE AND 5(UB-OUTS FOR FASCIA SIGN(S)
<br />(WHEN SHOWN), CANOPY LIGHTS, PRICE SIGNS) AND CANOPI' MOUNTED FLOOD LIGHTS.
<br />1 1.6 CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT" ON DRAWINGS.
<br />1,1 7 ALL TRENCHING, EXCAVATIONS AND BACKFILL AS REQUIRED IN CONJUNCTION
<br />WITH ELECTRICAL WORK.
<br />1 1.8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE
<br />SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL
<br />SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES-
<br />AND
<br />RDINANCESAND rHE NATIONAL ELECTRIC CODE.
<br />CODES AND REGULATIONS: COMPLY WITH LATEST REOUIREMENTS OF LOCAL UTILITY
<br />COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE
<br />ASSOCIATION AND LOCAL ELECTRICAL INSPECTION AUTHORITY REPORT TO OWNER
<br />IMMEDLATELEY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES OR TO BE HELD
<br />RESPONSIBLE FOR COMPLIANCE To THESE CODES AND REGULATIONS. PRCVIDE
<br />INSTALLATION SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED
<br />HEREIN,
<br />PERMITS, FEES. TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES,
<br />AND TAXES.
<br />PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION
<br />TO ENTIRE INSTALLATION SO THAT THE ENTIRE PROJECT CAN BE COMPLEIED PER
<br />CONSTRUCTION SCHEDULE.
<br />CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS
<br />NECESSARY FOR ELECTRICAL WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK
<br />FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE
<br />DIRECTION OF THE OWNER AT NO ADDITIONAL_ COST i0 THE OWNER. MAKE REPAIR WORK
<br />r0 BE DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR BY THE
<br />ELECTRICAL SUBCONTRACTOR.
<br />B
<br />oc=�
<br />ct
<br />U
<br />O
<br />2 e
<br />Q R
<br />01
<br />U
<br />x
<br />W
<br />x �
<br />e•
<br />h
<br />I Al
<br />Vl
<br />z
<br />0
<br />a
<br />U
<br />w
<br />U
<br />W
<br />Q.
<br />N
<br />b�
<br />G�
<br />F, V
<br />ti
<br />V y o
<br />��•6 J
<br />m
<br />u �
<br />m
<br />q
<br />O U
<br />h 11.
<br />? U
<br />JX>
<br />*
<br />5qP
<br />•t
<br />N
<br />n > N
<br />> 'n
<br />J
<br />K m
<br />a
<br />In z
<br />r J 0
<br />w
<br />O
<br />Q OFC U
<br />0-
<br />z
<br />z z
<br />QU
<br />j
<br />7
<br />� Y
<br />w
<br />J
<br />O
<br />rr
<br />r N rn
<br />a
<br />z
<br />a
<br />N
<br />0
<br />ivy
<br />m
<br />3
<br />m
<br />a;
<br />M
<br />Li
<br />DATE: 15JUL97 `-
<br />PROJECT NO:
<br />3027.20
<br />DRAWN:
<br />MSP
<br />APPROVED:,,
<br />ORAWINII
<br />FSP -3
<br />
|